CN210049400U - Strenghthened type assembled beam column nodal connection structure - Google Patents
Strenghthened type assembled beam column nodal connection structure Download PDFInfo
- Publication number
- CN210049400U CN210049400U CN201920597990.XU CN201920597990U CN210049400U CN 210049400 U CN210049400 U CN 210049400U CN 201920597990 U CN201920597990 U CN 201920597990U CN 210049400 U CN210049400 U CN 210049400U
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- China
- Prior art keywords
- structural column
- column
- beam body
- prestressed tendon
- welding
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- Expired - Fee Related
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- 210000002435 tendon Anatomy 0.000 claims abstract description 24
- 238000003466 welding Methods 0.000 claims abstract description 17
- 239000011148 porous material Substances 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 description 4
- 238000005034 decoration Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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Abstract
The utility model provides a reinforced assembled beam-column joint connecting structure, which comprises a structural column, a beam body, an end plate and a welding plate; the structural column is an assembly type building supporting column structure, and a beam body transversely penetrates through the middle of the structural column; the beam body is vertical to the structural column, and two end plates are symmetrically arranged on the side surface of the structural column outside the joint of the structural column and the beam body; the two end plates are oppositely pulled and fastened on the structural column through long rod bolts, and welding plates are welded and connected to two sides of the upper center line of the end plate; the welding plate is provided with a prestressed tendon pore passage, the end plate corresponding to the prestressed tendon pore passage is also provided with a through hole, and a prestressed tendon penetrates through the prestressed tendon pore passage; the prestressed tendons penetrate through the beam bodies on two sides of the structural column and extend towards two sides.
Description
Technical Field
The utility model relates to a building field especially relates to a strenghthened type assembled beam column nodal connection structure.
Background
The building formed by assembling prefabricated parts on a construction site is called as an assembly type building, a large amount of assembly operation on the site is greatly reduced compared with the original cast-in-place operation, the building and decoration integrated design and construction are adopted, the decoration can be synchronously carried out along with the main construction ideally, the design standardization and the management informatization are realized, the more standard the component is, the higher the production efficiency is, the corresponding component cost is reduced, the digital management of a factory is matched, and the cost performance of the whole assembly type building is higher and higher.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect with not enough, provide a strenghthened type assembled beam column nodal connection structure, this structure passes through the nut with the prestressing tendons and fixes in the end plate, and structural rigidity is strong, connects stably, and anti-seismic performance is good, and the construction is simple and convenient.
In order to achieve the above object, the utility model adopts the following technical scheme: a reinforced assembled beam-column joint connecting structure comprises a structural column, a beam body, an end plate and a welding plate; the structural column is an assembly type building supporting column structure, and a beam body transversely penetrates through the middle of the structural column; the beam body is vertical to the structural column, and two end plates are symmetrically arranged on the side surface of the structural column outside the joint of the structural column and the beam body; the two end plates are oppositely pulled and fastened on the structural column through long rod bolts, and welding plates are welded and connected to two sides of the upper center line of the end plate; the welding plate is provided with a prestressed tendon pore passage, the end plate corresponding to the prestressed tendon pore passage is also provided with a through hole, and a prestressed tendon penetrates through the prestressed tendon pore passage; the prestressed tendons penetrate through the beam bodies on two sides of the structural column and extend towards two sides.
Preferably, the length of the welding seam between the end plate and the welding plate is not less than 7 mm.
The utility model has the advantages that: the prestressed tendon is fixed in the end plate through the nut, so that the structure is strong in rigidity, stable in connection, good in anti-seismic performance and simple and convenient to construct.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic structural view of a reinforced connection node, fig. 2 is a schematic structural view in a side cross section, and fig. 3 is a schematic structural view in a top cross section.
Wherein: 1 is the structural column, 2 is the roof beam body, 3 is the end plate, 31 is the stock bolt, 4 is the welded plate, 41 is prestressing tendons pore, 42 is the prestressing tendons.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in the figure, the reinforced assembly type beam-column joint connecting structure comprises a structural column 1, a beam body 2, an end plate 3 and a welding plate 4; the structural column 1 is an assembly type building supporting column structure, and a beam body 2 transversely penetrates through the middle part of the structural column 1; the beam body 2 and the structural column 1 are vertical to each other, and two end plates 3 are symmetrically arranged on the side surface of the structural column outside the joint of the structural column 1 and the beam body 2; two end plates 3 are oppositely pulled and fastened on the structural column 1 through long rod bolts 31, and welding plates 4 are welded and connected to two sides of the upper center line of the end plates 3; the welded plate 4 is provided with a prestressed tendon channel 41, the end plate 3 corresponding to the prestressed tendon channel 41 is also provided with a through hole, and a prestressed tendon 42 penetrates through the prestressed tendon channel 41; the prestressed tendons penetrate through the beam bodies 2 on two sides of the structural column 1 and extend towards two sides.
In specific implementation, the length of a welding seam between the end plate 3 and the welding plate 4 is not less than 7 mm.
In actual operation, the common steel bars are welded with the end plates 3 in the form of the enlarged pier heads.
Claims (2)
1. The utility model provides a strenghthened type assembled beam column nodal connection structure which characterized in that: comprises a structural column, a beam body, an end plate and a welding plate; the structural column is an assembly type building supporting column structure, and a beam body transversely penetrates through the middle of the structural column; the beam body is vertical to the structural column, and two end plates are symmetrically arranged on the side surface of the structural column outside the joint of the structural column and the beam body; the two end plates are oppositely pulled and fastened on the structural column through long rod bolts, and welding plates are welded and connected to two sides of the upper center line of the end plate; the welding plate is provided with a prestressed tendon pore passage, the end plate corresponding to the prestressed tendon pore passage is also provided with a through hole, and a prestressed tendon penetrates through the prestressed tendon pore passage; the prestressed tendons penetrate through the beam bodies on two sides of the structural column and extend towards two sides.
2. The reinforced fabricated beam-column joint connection structure of claim 1, wherein: the length of the welding seam between the end plate and the welding plate is not less than 7 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920597990.XU CN210049400U (en) | 2019-04-28 | 2019-04-28 | Strenghthened type assembled beam column nodal connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920597990.XU CN210049400U (en) | 2019-04-28 | 2019-04-28 | Strenghthened type assembled beam column nodal connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210049400U true CN210049400U (en) | 2020-02-11 |
Family
ID=69381557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920597990.XU Expired - Fee Related CN210049400U (en) | 2019-04-28 | 2019-04-28 | Strenghthened type assembled beam column nodal connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210049400U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854442A (en) * | 2021-01-08 | 2021-05-28 | 哈尔滨工业大学 | Self-resetting combined node connecting structure and assembling method for beam column of assembled concrete frame |
-
2019
- 2019-04-28 CN CN201920597990.XU patent/CN210049400U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112854442A (en) * | 2021-01-08 | 2021-05-28 | 哈尔滨工业大学 | Self-resetting combined node connecting structure and assembling method for beam column of assembled concrete frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200211 |